Placement Of Concrete Lining For Water Tunnel No. 3, Manhattan Portion

Society for Mining, Metallurgy & Exploration
Robert Labbe
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
18
File Size:
604 KB
Publication Date:

Abstract

The final tunnel lining for this project involved pumping vast quantities of concrete over large distances under the extremely busy streets of lower Manhattan. Approximately 68,000 cubic meters (89,000 cubic yards) were pumped from various locations over 152 meters (500 feet) below ground (Figure 1) to create nearly 14.5 kilometers (9 miles) of 3.05 meter (10 foot) diameter tunnel. Total distances pumped exceeded 1,645 meters (5,400 feet) horizontally after a vertical difference of over 152 meters (500 feet). The urban setting of the operation, coupled with the long distances over which concrete was pumped, created many problems which had to be dealt with along the way. A three-shift labor operation was implemented to allow sequential pouring of tunnel sections nearly every day. The fine tuning of the mix design was critical to make this operation successful.
Citation

APA: Robert Labbe  Placement Of Concrete Lining For Water Tunnel No. 3, Manhattan Portion

MLA: Robert Labbe Placement Of Concrete Lining For Water Tunnel No. 3, Manhattan Portion. Society for Mining, Metallurgy & Exploration,

Export
Purchase this Article for $25.00

Create a Guest account to purchase this file
- or -
Log in to your existing Guest account